Cintac, welded sections · Wide Flange (I-beam)
Wide flange beams (W shapes / I-beams) are the most common structural steel profile used in building construction. They are used for beams, columns, and girders in steel-framed buildings and bridges. Designed per AISC 360, Eurocode 3, and NBR 8800.
The I 400x150x6x8 steel profile weighs 36.9 kg/m (24.80 lb/ft), has a depth of 400 mm (15.75 in), flange width 150 mm (5.91 in). Cross-sectional area: 4,704 mm². Moment of inertia Ix = 12,052.275 cm⁴, Iy = 450.691 cm⁴.
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 400 mm | 15.75 in |
| Width (b) | 150 mm | 5.91 in |
| Web thickness (tw) | 6 mm | 0.24 in |
| Flange thickness (tf) | 8 mm | 0.31 in |
| Weight | 36.9 kg/m | 24.80 lb/ft |
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 4,704 mm² | 7.291 in² |
| Moment of inertia (Ix) | 12,052.28 cm⁴ | 289.56 in⁴ |
| Moment of inertia (Iy) | 450.69 cm⁴ | 10.83 in⁴ |
| Elastic section modulus (Sx) | 602.61 cm³ | 36.774 in³ |
| Elastic section modulus (Sy) | 60.09 cm³ | 3.667 in³ |
| Plastic section modulus (Zx) | 691.58 cm³ | 42.203 in³ |
| Plastic section modulus (Zy) | 93.46 cm³ | 5.703 in³ |
| Radius of gyration (rx) | 16.01 cm | 6.302 in |
| Radius of gyration (ry) | 3.1 cm | 1.219 in |
15.0 kN·m
15.0 kN
0.70 mm
L/8571